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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.7 LAccepted-AOC ELAMDESHAM BP CONCRETING OF VELLAPLAVU KOTTA ROAD WARD 5 KARIMANNOOR GP | KOTTAYAM | KERALA | 686001 | ₹11.7 L | 1 | Accepted-AOC Tender accepted |
| 2 | Rejected-Technical THURUTHIPARA HOUSE KALAYANTHANI | KOLLAM | KERALA | 689694 | - | - | Rejected-Technical Quoted hight rate |
| Sl No | Description | Qty | Unit | rajeshmanuel L2 | RENJITH MANUEL L1 |
|---|---|---|---|---|---|
| 1.00MUNIYARA PANNIYARNIRAPPU ROAD TILING | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 350.1 | sqm | 16.1 ₹5,636.61 | 16 ₹5,601.6 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 15.75 | cum | 2,480 ₹39,060 | 2,400 ₹37,800 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18.9 | cum | 66.8 ₹1,262.52 | 66 ₹1,247.4 Lowest |
| 1.00 | OD46287/2026-2027:providing and laying interlocking concrete block pavement using 80 mm M40 hydraulic blocks
of approved size design and shapes, laid in required pattern over and including a compacted bed
of 6 mm stone aggregates of 50 mm average thickness etc all complete as per the direction of
site engineer in charge . | 734.4 | sqm | 1,200 ₹8,81,280 | 1,189 ₹8,73,201.6 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 27.68 | cum | 9,180 ₹2,54,056.5 | 8,900 ₹2,46,307.5 Lowest |
| 1.01 | OD46296/2026-2027:Providing and fixing of good quality granite name board with lettering including of all
cost,conveyance,labour charges etc complete | 1 | each | 2,200 ₹2,200 Lowest | 2,200 ₹2,200 Lowest |
Tender Value
₹11.9 L
EMD Value
₹29,643
Closing Date
10 Aug 2026, 11:00 amClosed
Assistant engineer
LSGD-Konnathadi
Annual Plan-Konnathady GP work 2026 -2027 MAINTENANCE OF MUNIYARA PANNIYARNIRAPPU ROAD IN WARD 4-PRO NO 37/27-General Civil Work
2026_LSGD_863678_1
27388/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Konnathadi gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹29,643
Yes
14 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MUNIYARA PANNIYARNIRAPPU ROAD TILING | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.004 | OD46287/2026-2027:providing and laying interlocking concrete block pavement using 80 mm M40 hydraulic blocks
of approved size design and shapes, laid in required pattern over and including a compacted bed
of 6 mm stone aggregates of 50 mm average thickness etc all complete as per the direction of
site engineer in charge . | 1 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD46296/2026-2027:Providing and fixing of good quality granite name board with lettering including of all
cost,conveyance,labour charges etc complete | - | each | - | - |
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